建筑工程畢業(yè)設(shè)計-柱內(nèi)力組合表3(3層).xls

1、框架柱內(nèi)力組合表（三層）單位：彎矩（kN.m）剪力（kN）軸力（kN）桿件編號控制截面內(nèi)力種類豎向荷載屋面雪荷載水平地震作用風荷載作用重力荷載代表值內(nèi)力組合恒載活載永久荷載效應(yīng)控制的組合可變荷載效應(yīng)的控制組合地震作用效應(yīng)參與的組合SGKSQKSSKSEHKSWKSGE1.35SGk＋1.4(0.7SQk＋0.7SSK0.6SWK)1.2SGk＋1.4SQk1.2SGk＋0.91.4(SQkSSKSWK)重力荷載代表值左地震重力荷載代表值

2、右地震123左震4a右震4b左風5a右風5b6左風右風左風右風1.2SGE＋1.3SEhk1.2SGE＋1.3SEhk三層A柱組合項次1235a1235b121235a1235b64a64b柱上端M37.899.870.00235.38235.387.407.4042.8354.6167.0459.2950.4769.12254.60357.38N829.67162.848.07140.57140.574.224.22915.13128

3、4.001291.091223.581247.121257.75915.411280.89V20.985.460.00124.97124.973.933.9323.7130.3736.9832.8228.1538.06134.01190.91柱下端M37.639.800.00214.51214.516.756.7542.5354.7366.0758.8850.8867.89227.83329.90N864.27162.848.07140

4、.57140.574.224.22949.731330.711337.801265.101290.371301.00956.931322.41V20.985.460.00124.97124.973.933.9323.7130.3736.9832.8228.1538.06134.01190.91三層B柱柱上端M18.644.850.00390.80390.8012.2912.2921.0740.2419.5929.1644.9013.93

5、533.32482.76N986.33226.7211.27574.24574.2418.1918.191105.331549.501580.061501.001509.861555.70579.882072.90V10.342.690.00217.11217.116.836.8311.6922.3310.8616.1724.927.71296.27268.22柱下端M18.584.830.00390.80390.8012.2912.2

6、921.0040.1419.4929.0644.8013.83533.23482.85N1020.93226.7211.27574.24574.2418.1918.191139.931596.211626.771542.521553.111598.95621.402114.42V10.342.690.00217.11217.116.836.8311.6922.3310.8616.1724.927.71296.27268.22框架梁內(nèi)力組

7、合表（）單位：彎矩（kN.m）剪力（kN）第頁：共頁桿件編號控制截面內(nèi)力種類豎向荷載風載重力荷載代表值水平地震作用內(nèi)力組合基于梁端彎矩的剪力調(diào)整（地震組合）考慮地震組合時的梁端剪力設(shè)計值恒載活載永久荷載效應(yīng)控制的組合可變荷載效應(yīng)的控制組合地震作用效應(yīng)參與的組合順時針彎矩逆時針彎矩順時針彎矩逆時針彎矩SGkSQkSwkSGESEhk恒活恒活恒0.9(活左風）恒0.9(活右風）重力荷載左地震重力荷載右地震123a左風3b右風4=10.52(

8、樓面)4=1（屋面）5a（左震）5b（右震）1.35SGk＋1.4ψ0lSQlk1.2SGk＋1.4SQk1.2SGk＋0.9(1.4SQk＋1.4Swk)1.2SGk＋0.9(1.4SQk＋1.4Swk)1.2SGE1.3SEhk1.2SGE1.3SEhk組合項次組合值組合項次組合值組合項次組合值組合項次組合值組合項次組合值組合項次組合值梁左端MV跨中M右端MV梁左端MV跨中M右端MV注：VGb指梁在重力荷載代表值作用下，按簡支梁分析